P6001 - 13/16" x 1-5/8", 19 Gage Back-to-Back

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Cut Sheet
Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
P6001 10 PG 0.73
P6001 20 PG 0.73
P6001 20 GR 0.73
P6001 10 GR 0.73
P6001 20 PL 0.73
P6001 10 PL 0.73
P6001 20 EA 0.31
P6001 10 EA 0.31

    Beam Loading

    Beam Loading - P6001
    Span
    (in)
    Max Allow. Uniform Load
    (lbs)
    Deflection at Uniform Load
    (in)
    Uniform Loading at Deflection Lateral Bracing Reduction Factor
    Span/180
    (lbs)
    Span/240
    (lbs)
    Span/360
    (lbs)
    18 620 0.04 620 620 620 1.00
    24 460 0.06 460 460 460 0.99
    30 370 0.10 370 370 320 0.99
    36 310 0.14 310 310 220 0.89
    42 270 0.20 270 240 160 0.89
    48 230 0.25 230 180 120 0.79
    54 210 0.32 190 150 100 0.79
    60 190 0.40 160 120 80 0.70
    66 170 0.48 130 100 70 0.70
    72 150 0.55 110 80 50 0.60
    Refer to the General Specifications for loading information.

    Column Loading

    Column Loading - P6001
    Unbraced
    Height
    (in)
    Allowable
    Load at Slot Face
    (lbs)
    Max Column Load Applied at C.G.
    K=0.65 (lbs) K=0.80 (lbs) K=1.0 (lbs) K=1.2 (lbs)
    18 1,210 4,320 4,080 3,770 3,500
    24 1,170 3,980 3,680 3,330 3,060
    30 1,130 3,650 3,330 3,000 2,460
    36 1,070 3,370 3,060 2,460 1,800
    42 1,020 3,140 2,690 1,900 1,320
    48 900 2,930 2,230 1,460 1,010
    54 820 2,550 1,800 1,150 800
    60 700 2,180 1,460 930 KL/r>200
    66 700 1,830 1,210 770 KL/r>200
    72 550 1,530 1,010 KL/r>200 KL/r>200
    Refer to the General Specifications for loading information.

    Elements of Section

    Elements of Section - P6001
    Area of Section 0.213 in2 (1.4 cm2)
    Axis 1-1 Axix 2-2
    Moment of Inertia (I) 0.045 in4 (1.9 cm4) 0.024 in4 (1 cm4)
    Section Modulus (S) 0.055 in3 (0.9 cm3) 0.058 in3 (1 cm3)
    Radius of Gyration (r) 0.46 in (1.2 cm) 0.333 in (0.8 cm)

    General Specifications

    Standard Lengths:

    • 10 feet:  10' ± 1/2" (13 mm)
    • 16 feet:  16' ± 1/2" (13 mm)

    Load Data:

    • All beam and column load data pertains to carbon steel and stainless steel channels.
    • Load tables apply only to UNISTRUT brand channel. Look for "UNISTRUT" on the product.
    • Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND STEEL INSTITUTE USING ASD METHOD.
    • Loads are based on 33 ksi steel cold formed to 42 ksi.
    • Safety Factor to Yield Strength is 1.67 for Beam Loads and 1.80 for Column Loads.
    • Beam loads are based on a simple beam and are given as a total uniform load (W) in pounds. For proper calculation procedures, refer to our Beam Load Calculation Guide.
    • For bearing loads, reference our bearing loads page.

    Welds:

    • Welded channels are spot welded 2" (51 mm) or 3" (76 mm) on-center. 

    Materials & Finishes

    Materials & Finishes - Standard:

    • Pregalvanized (PG):  Conforms to ASTM A653 SS GR 33, G90.
    • Unistrut Defender (DF):  Conforms to ASTM A1046 SS GR 33
    • Hot Dip Galvanized (HG):  Steel conforms to ASTM A1011 SS GR 33, Finish conforms to ASTM A123
    • Perma-Green (GR):  Steel conforms to ASTM A1011 SS GR 33, E-Coat finish
    • Perma-Gold (ZD):  Steel conforms to ASTM A1011 SS GR 33, Finish conforms to ASTM B633, Type II SC3
    • Plain (PL):  Conforms to ASTM A1011 SS GR 33
    Materials & Finishes - Special Metals:
    • Stainless Steel, Type 304 (SS):  ASTM A240, Type 304 *
    • Stainless Steel, Type 316 (ST):  ASTM A240, Type 316 *
    • Aluminum (EA):  ASTM B221, Type 6063-T6 (Extruded) *

    * These materials have different physical properties and performance characteristics. Please contact us for design support.